Effect of chlorine salt erosion on flexural performance of GFRP and steel bars hybrid reinforced beams

Author:

Xin Qin,Niu Qilong,Zhang Miao,Li Zehan,Gao Ruyu

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference35 articles.

1. Consideration of coupling of crack development and corrosion in assessing the reliability of reinforced concrete beams subjected to bending;Wang;Reliab Eng Syst Saf,2023

2. Experimental study on bonding performances of reinforced concrete beams under chloride attack;Chen;J China Railw Soc,2019

3. Study on the bond behavior of steel bars embedded in concrete under the coupling of sustained loads and chloride ion erosion;Huai-shuai;Constr Build Mater,2021

4. Sustainability-model approach for chloride permeability based on concrete mixture;Moutassem;Structures,2020

5. Chloride induced corrosion of steel reinforcement in alkali activated slag concretes: a critical review;Huyen Vu;Case Stud Constr Mater,2022

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